[1] 国家电力公司东北电力设计院.电力工程高压送电线路设计手册[M]. 2版. 北京:中国电力出版社,2003. [2] JGJ 94—2008 建筑桩基技术规范[S]. 2008. [3] 刘金波. 建筑桩基技术规范理解与应用[M]. 北京:中国建筑工业出版社,2008. [4] 马天抒,龚维明,戴国亮. 黄土地区后压浆钻孔灌注桩承载力特性试验研究[J]. 岩土力学,2009,30(s2): 362-366. MA Tian-shu, GONG Wei-ming, DAI Guo-liang. Test research on bearing capacity character of post-grouting piles in loess area[J]. Rock and Soil Mechanics, 2009,30(s2):362-366. [5] GB 50007—2002 建筑地基基础设计规范[S]. 2002. [6] JGJ106—2003 建筑基桩检测技术规范[S]. 2003. [7] 孙亚哲,高倚山,王沪生,等. 超长大直径钻孔灌注桩荷载传递机理研究[J]. 华东电力,2010,38(4): 507-509. SUN Ya-zhe, GAO Yi-shan, WANG Hu-sheng, et al . Study on load transfer mechanism of extra-long and large diameter drilling pouring pile [J]. East China Electric Power, 2010, 38(4): 507-509. [8] 沈保汉. 后注浆桩技术(1)—后注浆桩技术的产生与发展[J].工业建筑,2001,31(5): 64-66. SHEN Bao-han. Post grouting pile technique(1)—The invention and development of post grouting piles[J]. Industrial Construction,2001,31(5):64-66. [9] 王卫东,吴江斌,翁其平,等. 中央电视台新主楼基础设计[J]. 岩土工程学报,2010,32(s2): 253-258. WANG Wei-dong, WU Jiang-bin, WENG Qi-ping, et al . Design of foundation of new CCTV building[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(s2): 253-258. [10] 何剑.后注浆钻孔灌注桩承载性状试验研究[J]. 岩土工程学报,2002,24(6): 743-746. HE Jian. Experimental research on vertical bearing properties of base-grouting bored cast-in-place pile[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(6):743-746. [11] 王梅,楼志刚,李建乡,等.水平荷载作用下单桩非线性m法试验研究[J]. 岩土力学,2002,23(1): 23-26. WANG Mei, LOU Zhi-gang, LI Jian-xiang, et al . Nonlinear analysis of ‘m’ method for single pile under lateral loading[J]. Rock and Soil Mechanics, 2002, 23(1):23-26. [12] DL/T 5219—2005 架空送电线路基础设计技术规定[S].2005. [13] 姜宏玺,孙宗德. 后注浆灌注桩在输电线路工程中应用的探讨[J]. 山东电力技术, 2010(3): 66-69. JIANG Hong-xi, SUN Zong-de. Discussion on application of cast-in-place pile post grouting in engineering of transmission lines [J]. Shandong Electric Power Technology, 2010(3):66-69. [14] 刘青, 韩晓雷, 董群, 等. 灌注桩后压浆技术使用前后对比研究[J]. 工程勘察,2009(10): 19-23. LIU Qing, HAN Xiao-lei, DONG Qun, et al . Comparison study on bored piles before and after the application of post grouting technique[J]. Geotechnical Investigation & Surveying, 2009(10):19-23. |